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Home My WebLink About1363-191517 VICINITY____ MAP NO SCALE g S 4 3 2 L 53 .S4 53 52 TN 0 SEWER IMPROVEMENT PLANS TRACT N0. 12681 8c — I FONTANA, CALIFORNIA .23 G 26 27 A8 2 9 303! 1 28 12 iy 44. �• ' '' SOIL /"IWAX SIZE ••' ,, 8 Z/ 30 L.F. SPECIFICATIONS 3. io �9 J W049 7^*_jrA1len ►.fit y� SPECIFICATIONS STANDARD CLEAN -OUT PER CITY OF FONTANA OINSTALL STANDARD DETAIL 12S R 3q 38 37 36 � 34 33 3Z 27 TN 0 SEWER IMPROVEMENT PLANS TRACT N0. 12681 8c — I FONTANA, CALIFORNIA .23 24 2.6 26 27 A8 2 9 303! 1 28 29 iy 44. �• ' '' SOIL /"IWAX SIZE ••' ,, ' INSTALL 811 EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS ANDD 30 L.F. SPECIFICATIONS 3. INSTALL 4" VITRIFIED CLAY 2,898 43 W049 7^*_jrA1len ►.fit y� SPECIFICATIONS STANDARD CLEAN -OUT PER CITY OF FONTANA OINSTALL STANDARD DETAIL 12S R 3q 38 37 36 � 34 33 3Z 27 32 4•/ V909000 10' OR DEEPER 33 40 40 W , 20 0 3¢ 39 /7 t S 414 N 35 38 21 24- /S 22 23 i V Q 36 37 ¢ 3 1 K t S/ � 49 �$ 47 #6 46�4 y /4 /3 /2 /l !0 9 8 T 6 5 ¢ 1312 / "AZAX/till/M S/ZE SELECMD NAT/YE , ,F001NG COMPACTE,O rO 90 Z ZO I�I� TYPICAL BEDDING FOR 8'1 VC P LESS THAN 10' DEEP NO SCALE W N 1 46 47 48 49 50 S! , CONSTRUCTION NOTES AND QUANTITY ESTIMATES SCALE 1" -.100, NUMBER ITEM QUANTITY UNIT SEGEC TED NAT/YE' STANDARD MANHOLE PER CITY iy EA �• ' '' SOIL /"IWAX SIZE ••' ,, 2. INSTALL 811 EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS ANDD C0AlRAC7'jffD 7V.90% L.F. SPECIFICATIONS 3. INSTALL 4" VITRIFIED CLAY 2,898 L.F. PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS STANDARD CLEAN -OUT PER CITY OF FONTANA OINSTALL STANDARD DETAIL 12S EA. TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER NO SCALE / "AZAX/till/M S/ZE SELECMD NAT/YE , ,F001NG COMPACTE,O rO 90 Z ZO I�I� TYPICAL BEDDING FOR 8'1 VC P LESS THAN 10' DEEP NO SCALE W N 1 46 47 48 49 50 S! , CONSTRUCTION NOTES AND QUANTITY ESTIMATES SCALE 1" -.100, NUMBER ITEM QUANTITY UNIT OINSTALL STANDARD MANHOLE PER CITY 13 EA OF FONTANA STANDARD DETAIL 112 2. INSTALL 811 EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS ANDD 3,030 L.F. SPECIFICATIONS 3. INSTALL 4" VITRIFIED CLAY 2,898 L.F. PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS STANDARD CLEAN -OUT PER CITY OF FONTANA OINSTALL STANDARD DETAIL 12S EA. IN PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS f_XAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE ',THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.' 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 8. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 9. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 11. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 13. ALL 411 HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD. 125—A. 14. TERMINATE ALL 411 HOUSE SEWER LATERALS WITH A PLUG AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48—HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714) 350-7610 SO. CALIF. GAS COMPANY — DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 884-9411 OR (800) 422-4133 SO. CALIF. GAS COMPANY - TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (714) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 91761 TELEPHONE (714) 947-2996 — UNDERGROUND POWER (714) 875-5100 — TRANSMISSION (213) 637-1233 — PIPELINES, OR (800) 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORINA 91766 TELEPHONE (213) 3572257 OR (800) 422-4133 SAN BERN. COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 383-1665 PACIFIC TELEPHONE 8 TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE -(714) 359-2585 OR (800) 422-4133 �.. rlr No. 143715 3-31-89 .0 067 F Ut CA�\FQ "A